| State: Odisha |
District: Mayurbhanj |
Block: Kaptipada |
Gram Panchayat: Pingu |
Work Code: OD/365/3497/120211/391154/00048985 (Improvement of road with Paver Block road from Samal house to Panda house (CR-A/02/25-26))
Project Category: Road
| Financial Year: 2025-26 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Kaptipada |
Proposal Date: - |
| Date of Commencement: 24-11-2025 |
Date of Completion: - |
| Scheme Name: SFC Devolution of Fund |
Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI |
| Project Sub-Category: Pavor Block |
Project Type: Upgradation or Improvement |
| Name of Executant: BIKASH KUMAR PARIDA |
|
Administrative Approval Details
Approval No.: OD/365/3497/120211/391154/00048985/AS
Technical Sanction Details
Technical Sanction No.: OD/365/3497/120211/391154/00048985/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 250000
ACTIVITY STATEMENT
| Sl.No. |
Activity taken |
Unit |
Quantity |
Unit Price (in Rs.) |
Total (in Rs.) |
| 1 |
miscellaneous (ARM287) : Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC - Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018. (New miscellaneous items) and as directed by Engineer-in-Charge.
|
Sqm |
10.95 |
630.5157 |
6904.146915 |
| 2 |
R.C.C. Work (AR0410c) : R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc
|
Sqm |
55 |
216.23489289764 |
11892.91910937 |
| 3 |
Concrete (AR0307) : Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge.
|
Cum |
25.7049998175 |
7584.8662456 |
194968.98545891 |
| 4 |
Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge
|
Cum |
4.5 |
240.77592 |
1083.49164 |
Total Amount (in Rs.): 214849.54312328
LABOUR STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
Semi-Skilled
|
Skilled
|
Un-Skilled
|
| 512 |
562 |
462 |
| Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
Qty/Unit (B) |
Total Qty (A*B) |
| 2 |
R.C.C. Work (AR0410c) : R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc
|
55 |
Square Meter |
- |
- |
0.05 |
2.75 |
0.05 |
2.75 |
| 3 |
Concrete (AR0307) : Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge.
|
25.7049998175 |
Cubic Meter |
4.6 |
118.2429991605 |
- |
- |
0.68 |
17.4793998759 |
| 4 |
Earth Work (AR0102aa) : Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge
|
4.5 |
Cubic Meter |
0.516 |
2.322 |
- |
- |
- |
- |
| Total Qty |
2.75 |
20.2293998759 |
120.5649991605 |
| Rate Per Man Day |
512 |
562 |
462 |
| Total Amount |
1408 |
11368.922730256 |
55701.029612151 |
Total Labour Amount (in Rs.): 68477.952342407
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRMM287 |
BRM104 |
BRM092 |
BRM340 |
BRM028 |
BRM056 |
| Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
miscellaneous(ARM287) :.Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC - Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018. (New miscellaneous items) and as directed by Engineer-in-Charge. |
10.95 |
Sqm |
0.03 |
0.3285 |
1 |
10.95 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc |
55 |
Sqm |
- |
- |
- |
- |
0.00267 |
0.14685 |
0.126 |
6.93 |
- |
- |
- |
- |
- |
- |
| 3 |
Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. |
25.7049998175 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
3.23 |
83.027149410525 |
0.45 |
11.567249917875 |
0.9 |
23.13449983575 |
| 4 |
Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge |
4.5 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
0.3285 |
10.95 |
0.14685 |
6.93 |
83.027149410525 |
11.567249917875 |
23.13449983575 |
| Rate Per Unit |
661.94 |
608.4 |
58573.086 |
229.106 |
662.622 |
668.36 |
2128.33 |
| Total Amount |
217.44729 |
6661.98 |
8601.4576791 |
1587.70458 |
55015.615796701 |
7731.0871551109 |
49237.850035422 |
Total Material Amount (in Rs.): 129053.14253633
ROYALTY STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM104 |
BRM092 |
BRM340 |
BRM028 |
BRM056 |
| Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
miscellaneous(ARM287) :.Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC - Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018. (New miscellaneous items) and as directed by Engineer-in-Charge. |
10.95 |
Sqm |
0.03 |
0.3285 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc |
55 |
Sqm |
- |
- |
0.00267 |
0.14685 |
0.000614 |
0.03377 |
- |
- |
- |
- |
- |
- |
| 3 |
Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. |
25.7049998175 |
Cum |
- |
- |
- |
- |
- |
- |
3.23 |
83.027149410525 |
0.45 |
11.567249917875 |
0.9 |
23.13449983575 |
| 4 |
Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge |
4.5 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Total Qty |
0.3285 |
0.14685 |
0.03377 |
83.027149410525 |
11.567249917875 |
23.13449983575 |
| Rate Per Unit |
75.25 |
0 |
0 |
0 |
75.25 |
279.5 |
| Total Amount |
24.719625 |
0 |
0 |
0 |
870.43555632009 |
6466.0927040921 |
Total Royalty Amount (in Rs.): 7361.2478854122
ADDITION COMPONENT
| S/N |
Item Name |
Amount (in Rs.) |
| 1 |
Provision for Contingency @
1%
|
Rs. 2148.4954312328 |
| 2 |
Display Citizen Board @
Rs. 3000
|
Rs. 3000 |
| 3 |
Any Other Lumpsum @
Rs. 30000
|
Rs. 30000 |
Total Addition Component Amount (in Rs.): 35148.495431233
DEDUCTION COMPONENT
| Sl.No. |
Item Name |
Amount (in Rs.) |
| No data to display. |
Total Deduction Component Amount (in Rs.): 0
Total Net Amount (in Rs.): 249998.03855451
